Rab
Rab
Rab
Note :
1 If contractor found any additional works that not mentioned in this BQ, contractor can add another
additional works in separate sheet.
2 Some works are noted with "assumed by QS". This note for work item without detail drawing
Denpasar,November 9, 2018
Prepared by,
Simetris Consulting
BILL OF QUANTITY (BQ)
Project : Sumitra Hotel
Location : Sanur - Bali
Owner : PT. Sanur Dinamika Mentari
Subject : Structure works Guest Block #3
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
179,773,560
B PEKERJAAN STRUKTUR BAWAH SUB STRUCTURE WORKS
General: all prices must be including all supporting materials, labour cost, accommodation, mobilization, transportation, etc etc
all concrete using ready mix include rent pump , integral waterproofing
1 Pondasi Batu Kali River stone foundation 13.00 m3 727,000 9,451,000
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
15 Pondasi retaining wall pit lift Pit lift retaining wall footing
- Beton K300 + Integral waterproofing (SIKA) - Concrete K300 + Integral waterproofing (SIKA) 5.10 m3 1,393,250 7,112,164
- Besi Re-bar D13-150 top, D13-100 down - Reinforcement D13-150 top, D13-100 down 1,062.49 kg 15,578 16,551,455
- Form work w/ plywood 12 mm, including timber
- Bekisting 21.10 m2 160,418 3,384,203
frames support and tools
16 Lantai kerja bawah pile cap PC1 (site mixed) 5 cm lean concrete under pile cap PC1
- Beton K125 - Concrete K125 0.86 m3 908,833 785,232
17 Lantai kerja bawah pile cap PC2 (site mixed) 5 cm lean concrete under pile cap PC2
- Beton K125 - Concrete K125 1.44 m3 908,833 1,308,720
18 Lantai kerja bawah pile cap PC3 (site mixed) 5 cm lean concrete under pile cap PC3
- Beton K125 - Concrete K125 1.87 m3 908,833 1,701,336
19 Lantai kerja bawah pile cap PC4 (site mixed) 5 cm lean concrete under pile cap PC4
- Beton K125 - Concrete K125 2.82 m3 908,833 2,563,734
20 Lantai kerja bawah pile cap PC5 (site mixed) 5 cm lean concrete under pile cap PC5
- Beton K125 - Concrete K125 0.78 m3 908,833 708,890
21 Lantai kerja bawah pondasi setempat 5 cm lean concrete under single footing
- Beton K125 - Concrete K125 0.65 m3 908,833 590,742
24 Lantai kerja bawah pondasi retaining wall 5 cm lean concrete retaining wall footing
- Beton K125 - Concrete K125 6.24 m3 908,833 5,666,576
955,676,638
C PEKERJAAN STRUKTUR ATAS UPPER STRUCTURE WORKS
General: all prices must be including all supporting materials, labour cost, accommodation, mobilization, transportation, etc etc
all concrete using ready mix include rent pump
1 Pelat lantai tebal 10 cm (lantai basement) (S1) 10 cm concrete floor (basement floor) (S1)
- Beton K300 - Concrete K300 77.01 m3 1,286,250 99,052,919
- Wiremesh M5 satu lapis, termasuk bendrat - Wiremesh M5 single layer , include bendrat & all
770.09 m2 83,529 64,324,829
dan material pendukung supporting materials
- Plastik membran, tebal 0,2 mm - Plastic membrane, 0,2 mm thick 770.09 m2 7,500 5,775,680
2 Pelat lantai tebal 30 cm (lantai pit lift) (S4) 10 cm concrete floor (pit lift floor) (S4)
- Beton K300 - Concrete K300 5.09 m3 1,286,250 6,543,471
- Besi Re-bar D12-100 dua layer, termasuk - Reinforcement D12-100 two layer, include
603.69 kg 15,578 9,404,224
bendrat dan material pendukung bendrat & all supporting materials
- Plastik membran, tebal 0,2 mm - Plastic membrane, 0,2 mm thick 16.96 m2 7,500 127,181
3 Kolom praktis 13/13 CP 13/13 practical concrete column CP 16.75 m1 139,090 2,329,750
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
4 Balok praktis 15/20 litel beam 15/20 practical concrete beam (litel beam) 3.15 m1 161,074 507,382
10 Dinding beton retaining wall sisi luar Concrete retaining wall on outer side
- Beton K300 - Concrete K300 54.57 m3 1,286,250 70,195,486
- Reinforcement Ø10-100 vertikal, Ø10-150
- Besi Re-bar Ø10-100 vertikal, Ø10-150 horizo 12,399.85 kg 15,578 193,164,732
horizontal
- Form work w/ plywood 12 mm, including timber
- Bekisting 727.65 m2 160,418 116,727,794
frames support and tools
11 Dinding beton retaining wall pit lift Concrete retaining wall on pit lift
- Beton K300 - Concrete K300 10.91 m3 1,286,250 14,030,415
- Besi Re-bar Ø10-100 vertikal, Ø10-150 horizo- Reinforcement Ø10-100 vertikal, Ø10-150 horizon 1,562.03 kg 15,578 24,333,258
- Form work w/ plywood 12 mm, including timber
- Bekisting 100.94 m2 160,418 16,191,740
frames support and tools
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
12 Tangga beton basement ke first floor Concrete stair basement floor to first floor
847,810,247
II First floor (+7,030)
Pekerjaan beton Concrete works
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
8 Balok praktis 15/20 litel beam 15/20 practical concrete beam (litel beam) 213.33 m1 161,074 34,361,839
9 Kolom praktis 13/13 CP 13/13 practical concrete column CP 585.70 m1 139,090 81,464,750
14 Tangga first floor ke second floor Concrete stair first floor to second floor
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
15 Moulding kolom area teras Moulding column terace area 122.60 m1 179,048 21,951,287
16 Penebalan kolom beton cover drain Concrete column thickening for drain cover 1.58 m3 1,286,250 2,025,844
Peninggian lantai area wastafel dan toilet floor raiser in the wastafel and toilet room area, t
17 4.06 m3 908,833 3,691,944
kamar, t = 5 cm = 5 cm
1,359,675,016
II Second floor (+10,780)
Pekerjaan beton Concrete works
1 Balok praktis 15/20 litel beam 15/20 practical concrete beam (litel beam) 239.65 m1 161,074 38,601,297
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
8 Janggutan beton (lihat detail 6) Concrete fascia (see detail 6) 10.30 m1 391,547 4,032,932
9 Kolom praktis 13/13 CP 13/13 practical concrete column CP 381.15 m1 139,090 53,013,982
10 Kolom 15/30 (asumsi QS) 15/30 practical concrete column CP (QS assumption)
- Beton K300 - Concrete K300 2.41 m3 1,286,250 3,099,541
- Besi Re-bar 8D13, stirrup D10-150 - Reinforcement 8D13, stirrup D10-150 622.24 kg 15,578 9,693,324
- Form work w/ plywood 12 mm, including timber
- Bekisting 48.20 m2 160,418 7,731,321
frames support and tools
16 Penebalan kolom (moulding jendela W4) Concrete thickening (for W4 moulding) 107.22 m1 179,048 19,196,813
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
17 Tangga second floor ke third floor Concrete stair second floor to third floor
Peninggian lantai area wastafel dan toilet floor raiser in the wastafel and toilet room area, t
18 3.72 m3 908,833 3,379,251
kamar, t = 5 cm = 5 cm
Peninggian lantai teras bawah grill kayu, t = Under wood grill floor raiser in terace area, t = 15
19 3.47 m3 908,833 3,151,152
15 cm cm
20 Dinding planter box Concrete stair second floor to third floor 10.00 unit
1,410,203,169
III Third floor (+14,590)
Pekerjaan beton Concrete works
1 Balok praktis 15/20 litel beam 15/20 practical concrete beam (litel beam) 270.35 m1 161,074 43,546,258
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
8 Janggutan beton (lihat detail 6) Concrete fascia (see detail 6) 10.30 m1 391,547 4,032,932
9 Kolom praktis 13/13 CP 13/13 practical concrete column CP 359.10 m1 139,090 49,947,058
10 Kolom 15/30 (asumsi QS) 15/30 practical concrete column CP (QS assumption)
- Beton K300 - Concrete K300 2.41 m3 1,286,250 3,099,541
- Besi Re-bar 8D13, stirrup D10-150 - Reinforcement 8D13, stirrup D10-150 622.24 kg 15,578 9,693,324
- Form work w/ plywood 12 mm, including timber
- Bekisting 48.20 m2 160,418 7,731,321
frames support and tools
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
16 Penebalan kolom (moulding jendela W4) Concrete thickening (for W4 moulding) 107.22 m1 179,048 19,196,813
17 Tangga third floor ke fourth floor Concrete stair third floor to fourth floor
Peninggian lantai area wastafel dan toilet floor raiser in the wastafel and toilet room area, t
18 3.72 m3 908,833 3,379,251
kamar, t = 5 cm = 5 cm
19 Dinding planter box Concrete stair second floor to third floor 10.00 unit
1,307,266,089
IV Roof loor (+18,820)
Pekerjaan beton Concrete works
1 Balok praktis 15/20 litel beam 15/20 practical concrete beam (litel beam) 62.70 m1 161,074 10,099,317
2 Kolom praktis 13/13 CP 13/13 practical concrete column CP 100.05 m1 139,090 13,915,910
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
9 Tanggulan beton (lihat section C) Concrete blocking (see section C) 56.65 m1 391,547 22,180,735
11 End plate base CS1 uk. 25x25 cm, t = 15 mm End plate base CS1 sz. 25x25 cm, thk = 15 mm 132.47 kg 22,500 2,980,547
12 Galvanized anchor bolt 4D16, panjang 22 cm Galvanized anchor bolt 4D16, 22 cm long 72.00 pcs 150,000 10,800,000
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
1,104,866,765
V Roof deck floor (+22,030)
Pekerjaan beton Concrete works
2 Balok B2C 200x400 (lv +21,475) B2C 200x400 concrete beam (lv +21,475)
- Beton K300 - Concrete K300 0.08 m3 1,286,250 100,328
- Reinforcement Re-bar 8D13, stirrup D10-150 ,
- Besi Re-bar 8D13, stirrup D10-150 13.20 kg 15,578 205,665
include bendrat & all supporting materials
- Form work w/ plywood 12 mm, including timber
- Bekisting 0.98 m2 175,283 170,901
frames support and tools
4 Pelat lantai tebal 12 cm (lv +21,475) (S3) 12 cm concrete floor (lv +21,475) (S3)
- Beton K300 - Concrete K300 2.67 m3 1,286,250 3,433,207
- Besi Re-bar D10-200 dua layer, termasuk - Reinforcement D10-200 two layer, include
275.81 kg 15,578 4,296,615
bendrat dan material pendukung bendrat & all supporting materials
- Form work w/ plywood 12 mm, including timber
- Bekisting 13.65 m2 175,283 2,392,615
frames support and tools
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
Dinding beton tebal 12 cm (lv +21,475 ke lv 12 cm concrete wall (lv +21,475 to lv +22,030), h
5
+22,030), h = 56 cm = 56 cm
- Beton K300 - Concrete K300 0.92 m3 1,286,250 1,179,851
- Besi Re-bar D10-200 dua layer, termasuk - Reinforcement D10-200 two layer, include
169.26 kg 15,578 2,636,731
bendrat dan material pendukung bendrat & all supporting materials
- Form work w/ plywood 12 mm, including timber
- Bekisting 13.65 m2 160,418 2,189,699
frames support and tools
7 Pelat lantai tebal 12 cm (lv +23,080) (S3) 12 cm concrete floor (lv +23,080) (S3)
- Beton K300 - Concrete K300 4.00 m3 1,286,250 5,147,573
- Besi Re-bar D10-200 dua layer, termasuk - Reinforcement D10-200 two layer, include
413.54 m2 15,578 6,442,122
bendrat dan material pendukung bendrat & all supporting materials
- Form work w/ plywood 12 mm, including timber
- Bekisting 33.35 m2 175,283 5,845,694
frames support and tools
96,803,680
D PEKERJAAN DINDING WALL WORKS
Basement level (+3,150)
Tebal 100 mm Thick 100 mm
1 Pasangan dinding bata merah Brick wall 34.16 m2 145,600 4,972,968
2 Plester dinding Wall plastered 467.76 m2 51,967 24,308,029
3 Plester dinding perapian kolom Wall plastered for column repair 16.00 nos 363,767 5,820,267
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
949,629,712
E PEKERJAAN ATAP ROOF WORKS
Struktur atap baja
1 Balok baja WF 200.150.6.9 Steel beam WF 200.150.6.9 3,165.01 kg 22,500 71,212,680
2 End plate 15mm thk uk. 30x15,3 cm End plate 15mm thk sz. 30x15,3 cm 166.47 kg 22,500 3,745,474
3 Main structure baja WF 200.150.6.9 Main structure steel WF 200.150.6.9 4,387.96 kg 22,500 98,729,049
4 Nok baja WF 200.150.6.9 Steel roof top WF 200.150.6.9 1,163.67 kg 22,500 26,182,468
5 End plate 15mm thk uk. 30x15,3 cm End plate 15mm thk sz. 30x15,3 cm 30.12 kg 22,500 677,753
6 Galvanizes anchor HTB A 523 D16 Galvanizes anchor HTB A 523 D16 184.00 pcs 120,000 22,080,000
7 Purlin CNP 150.65.20.3,2 Purlin CNP 150.65.20.3,2 3,012.07 kg 22,500 67,771,601
8 Trackstang D12 mm Trackstang D12 mm 97.62 m1 20,500 2,001,128
9 Sekur dan alat bantu Bolt and supporting tools 1.00 ls 14,620,008 14,620,008
10 Stiffener plate 10mm every 1m Stiffener plate 10mm every 1m 255.97 kg 22,500 5,759,398
11 Cat zincromate Zincromate paint 13,246.88 kg 500 6,623,442
637,390,827
F PEKERJAAN LAIN-LAIN OTHERS WORKS
Anti rayap ex. Indofullin Anti termite ex. Indofullin
1 Anti rayap pondasi Foundation anti termite 172.62 m1 20,000 3,452,471
2 Anti rayap lantai Floor anti termite 787.05 m2 25,000 19,676,205
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
UNIT PRICE
NO RINCIAN PEKERJAAN DESCRIPTION QTY. UNIT AMOUNT (IDR)
(IDR)
Planter - 10 pcs
1 Waterproofing Lantai Floor waterproofing 8.45 m2 93,967 794,018
2 Waterproofing dinding Wall waterproofing 54.60 m2 93,967 5,130,580
toilet service area
1 Waterproofing Lantai Floor waterproofing 2.12 m2 93,967 199,043
2 Waterproofing dinding, h = 2m Wall waterproofing, h = 2 m 9.88 m2 93,967 928,015
623,478,985
TOTAL STRUCTURE MAIN BUILDING GUEST BLOCK #3 9,472,574,686